三峡库区巫山县望霞乡廖家坪高陡斜坡失稳机制研究     

黄波林  刘广宁  彭轩明 《华南地质与矿产》2008,(4):49-55

廖家坪高陡斜坡详细勘查结果表明廖家坪坡体上分布有7层软弱层,发育有两组高倾角节理,相互垂直,形成众多危岩体岩柱。上部软弱层为蠕滑层,悬崖壁存在的众多危岩体及岩柱以软弱层为基底。根据平推式滑坡的变形失稳机理分析,计算其起动临界水头高度,认为该斜坡上部坡体平推式滑动的可能性较小。根据工程地质类比法认为由于基础风化压缩,也可造成硬岩拉张,形成次生倾倒破坏;采用离散元分析验证了廖家坪高陡斜坡倾倒破坏演化过程,模拟结果与野外调查的变形破坏现象完全一致,表明该高陡斜坡的变形破坏机制为倾倒失稳模式。这一破坏模式的判定为廖家坪高陡斜坡的稳定性分析和防治提供了重要依据。  相似文献   

宁阳县蒋集镇彩山小流域水土保持技术研究     

张修脉 《山东地质》2008,24(2):18-20

该文分析研究了彩山小流域的区域坡度和土壤特性,并根据区内土壤性质划分出4个小区域,即：自然坡度在20°～25°内为V1区,15°～20°内为V2区,10°～15°内为V3区,5°～10°内为V4区,分别反映了不同的土壤等级及土壤抗冲能力。同时,也研究出了一个系统化、理论化的科学依据i=V（10/3）/5B,并对所有砂石山区水土保持治理工作具有借鉴性和实用性。  相似文献   

Soil-to-dwelling radon isotope ratio in the Baikal region     

B.P. Chernyago  A.I. Nepomnyashchikh  G.I. Kalinovskii 《Russian Geology and Geophysics》2008,49(12):971-977

Relations between indoor and soil gas radon were experimentally studied in villages of the Baikal region. On the basis of the obtained data, the soil-to-indoor radon ratio was calculated, which can be used for prediction of radon pollution in buildings of the same kind.  相似文献   

RUSLE及其影响因子的快速计算分析   总被引：4，自引：0，他引：4  

潘建平 《地质灾害与环境保护》2008,19(1):88-92

RUSLE是目前应用最广泛的土壤侵蚀模型。虽然是一种经验模型,但是其影响因子计算仍然非常复杂,满足不了区域土壤侵蚀的快速提取要求。针对这种状况,文章在介绍RUSLE手册中每个影响因子计算方式基础上,分析总结了可进行快速计算的方法,实验表明,采用文章推荐的因子计算方式,可达到快速有效的目的。  相似文献   

黑色页岩与土壤重金属污染   总被引：6，自引：1，他引：5  

余昌训  彭渤  唐晓燕  谢淑容  吴甫成  尹春艳  杨广  涂湘林 《矿物岩石地球化学通报》2008,27(2)

本文利用ICP—MS等技术分析了湘中地区黑色页岩及其相应土壤的重金属含量,在对分析结果进行统计分析的基础上,探讨了黑色页岩与土壤重金属污染的关系。研究表明,黑色页岩是富集多种重金属元素的特殊岩石。以黑色页岩岩系为母岩的土壤,不仅明显富集Cu、Cd、Cr、Co、Pb、Zn、Mo、Ni、V、U、Sn、Sb、T1、Th等多种重金属元素,而且受到Mo、Sb、Cd、U、Tl、Cu、V、Sn、Th等重金属的污染,其中以Mo、Cd、Sb、U、Tl等的污染尤为严重。黑色页岩土壤重金属污染在一些地方已产生明显的负面环境效应,值得关注。  相似文献   

南京某深基坑边坡支护设计与施工   总被引：3，自引：0，他引：3  

王晶  卢俊  谭跃虎 《岩土工程技术》2008,22(3):152-154,159

南京某深基坑周边环境较为复杂,地下水丰富,基坑开挖较深,最深处达13m。根据周边环境的情况和开挖的深度,采用了钻孔灌注桩和土钉锚杆相结合的支护形式。分析了该基坑施工的技术要点,通过监测结果,说明该支护方案是可行的。  相似文献   

某基坑工程土钉支护工作性状试验研究   总被引：1，自引：0，他引：1  

熊勃  刘帅花 《岩土工程技术》2008,22(5):257-259

通过对广州天河荟雅苑基坑工程土钉支护进行试验和研究,分析了土钉支护体系的工作性状,并为同类工程的设计提供了一定的依据。  相似文献   

Mechanism for the rapid motion of the Qianjiangping landslide during reactivation by the first impoundment of the Three Gorges Dam reservoir, China   总被引：10，自引：6，他引：4  

Fawu Wang  Yeming Zhang  Zhitao Huo  Xuanming Peng  Shimei Wang  Shintaro Yamasaki 《Landslides》2008,5(4):379-386

The first impoundment of the Three Gorges Dam reservoir in China started from a water surface elevation of 95 m on June 1, 2003 and reached 135 m on June 15, 2003. Shortly after the water level reached 135 m, many slopes began to deform and some landslides occurred. The Qianjiangping landslide is the largest one; it occurred on the early morning of July 14, 2003 and caused great loss of lives and property. Field investigation revealed that, although failure occurred after the reservoir reached 135 m, the stability of the slope was already reduced by preexisting sheared bedding planes. To study the mechanism of the rapid motion of this reactivated landslide, two soil samples were taken from a yellow clay layer and a black silt layer in the sliding zone, respectively, and a series of ring shear tests were conducted on the samples. One series of ring shear tests simulates the creep deformation behavior, while the other series simulates different shear rates. Conclusions drawn from analysis of the ring shear tests indicate that the mechanism of the rapid motion of the reactivated landslide was caused by the rate effect of the black silt layer during the motion phase after the creep failure. The yellow clay layer did not play any important role in the rapid motion in the 2003 event.  相似文献   

Probabilistic modeling of seismically triggered landslides using Monte Carlo simulations     

Huabin Wang  Gonghui Wang  Fawu Wang  Kyoji Sassa  Yuping Chen 《Landslides》2008,5(4):387-395

The 2004 Chuetsu earthquakes of Niigata (Japan) triggered numerous landslides, and the most widespread types of landslides were highly disrupted, relatively shallow slides and soil (debris) flows. This paper presented a method to evaluate slope instability using Newmark displacement on a pixel-by-pixel basis in a given area. The proposed method was able to integrate Newmark displacement modeling and Monte Carlo simulations within geographical information systems. In the modeling, an empirical attenuation relationship was utilized to calculate Arias intensity over this study area, and the variability of geotechnical parameters was taken into account to calculate coseismic landslide displacement. Before deriving the displacement from related inputs, the Monte Carlo simulations ran 1,500 times and generated 1,500 displacement values for each grid cell, and then means and standard deviations of displacement were calculated and probabilistic distributions can be obtained. Finally, given 10 cm as a threshold value of displacement, estimated probabilities of displacement exceeding 10 cm were shown as a map of seismic landslide hazards. The resulting hazard map was classified into four categories from very low to high level.  相似文献   

基于改进Snake模型的道路网空间冲突处理     

吴小芳  杜清运  胡月明  徐智勇 《测绘学报》2008,37(2):0-249

在对Snake模型研究分析的基础上,结合地图制图的需求,从3个方面对Snake模型进行改进：首先建立Snake模型中参数与道路曲线形态特征的关系,以更好地保持移位前后道路形态的相似性;其次控制Snake模型中外力的传播范围,以尽量保持要素位置的准确性;最后,通过道路交叉点的权重属性控制,保证移位后各交叉点的连通性以及道路的整体拓扑关系不发生变化。在此基础上,提出道路网移位整体思路,并采用改进的Snake模型对其进行移位,解决空间冲突。  相似文献